|
MY
<br />ARROW DETAIL
<br />COLORS
<br />BORDER 8 ARROW - BLACK
<br />BACKGROUND - YELLOW (REFL)
<br />1 ) DOUBLE ARROW SIGN
<br />_ /" IF
<br />PROPERTY LINE (rlPi
<br />FOG UNE
<br />- EDGE OF PAVEMENT
<br />ee---- . —STR
<br />3+00 2+00CENTER LINE 1+00 DOUBLE A( W SIGN
<br />R -VA IUE LOCATION �w o i
<br />_16 AC—� —� STOP SIGN 1
<br />1 10' P.U.E.
<br />IPvl, 285.49'
<br />. _o
<br />LOT DIMENSION 20' X 20' SNIPE
<br />II
<br />�I BUILDING PAD ��•
<br />Ij N
<br />7.3 LOT NUMBER
<br />91
<br />w I
<br />I
<br />60' CARIES 0• -
<br />- o
<br />x\11 I +
<br />V N
<br />DRAINAGE SWALE
<br />`— CONTOUR UNE 1 I'
<br />5 RETENTION BASIN
<br />�Si:E �l+ED41-E
<br />R7R 512L� O
<br />0
<br />5' 305.23' r N
<br />� 7N(: EXIN
<br />CENTER LINE
<br />TYPICAL LOT DETAIL
<br />K 1
<br />DIMENSIONS (INCHES)
<br />A
<br />I B
<br />I C
<br />6
<br />E
<br />F
<br />0
<br />H
<br />J
<br />MINIMUM
<br />00
<br />1/2
<br />5/8
<br />29
<br />511/16
<br />713/16
<br />411/16
<br />1/2
<br />31SM6
<br />STANDARD
<br />36
<br />5/5
<br />7/5
<br />34 3/4
<br />8 _.
<br />9 3/5
<br />5 5/8
<br />5/8
<br />4 3/4
<br />SPflCAL
<br />48
<br />3/4
<br />1 1/4
<br />45
<br />10
<br />12 1/2
<br />7 1/2
<br />7/8
<br />6 1/4
<br />COLORS
<br />BORDER 8 ARROW - BLACK
<br />BACKGROUND - YELLOW (REFL)
<br />1 ) DOUBLE ARROW SIGN
<br />_ /" IF
<br />PROPERTY LINE (rlPi
<br />FOG UNE
<br />- EDGE OF PAVEMENT
<br />ee---- . —STR
<br />3+00 2+00CENTER LINE 1+00 DOUBLE A( W SIGN
<br />R -VA IUE LOCATION �w o i
<br />_16 AC—� —� STOP SIGN 1
<br />1 10' P.U.E.
<br />IPvl, 285.49'
<br />. _o
<br />LOT DIMENSION 20' X 20' SNIPE
<br />II
<br />�I BUILDING PAD ��•
<br />Ij N
<br />7.3 LOT NUMBER
<br />91
<br />w I
<br />I
<br />60' CARIES 0• -
<br />- o
<br />x\11 I +
<br />V N
<br />DRAINAGE SWALE
<br />`— CONTOUR UNE 1 I'
<br />5 RETENTION BASIN
<br />�Si:E �l+ED41-E
<br />R7R 512L� O
<br />0
<br />5' 305.23' r N
<br />� 7N(: EXIN
<br />CENTER LINE
<br />TYPICAL LOT DETAIL
<br />K 1
<br />12"
<br />Ole. or Sq. .. Standard Frame end
<br />6" Cover Assembly
<br />A. C.
<br />o
<br />••
<br />P. C. ° •• '.:.!'.1. 1; `.' a e� . e
<br />A. 8.
<br />•se III 6" ate• a' ° e
<br />Survey MonumentUOdA \ letarbgd T01(30"
<br />Basement Soil Iran Pin With
<br />Identification Marks
<br />TYPICAL SECTION
<br />J Raised Letts
<br />SECTION A -A
<br />Cast Iron
<br />SURVEY MONUMENT ASSEMBLY
<br />Backfill with materials equal to or
<br />e°
<br />A
<br />B
<br />bolter than the existing pavement
<br />0
<br />E
<br />F
<br />In quality and thickness.
<br />H
<br />J
<br />t
<br />Existing Pavement
<br />r\
<br />5/3
<br />29
<br />•
<br />71Y16
<br />411116
<br />1/2
<br />315/16
<br />STANDARD
<br />35
<br />0
<br />6'4— Compact in le max. layers —
<br />0
<br />8
<br />;1L6
<br />-Min . toamin. relative compaction
<br />1 5/8
<br />4 3/4
<br />SPEICAL
<br />(TM) of 95%*under pavement and
<br />1n
<br />1 1/4
<br />45
<br />— — — shoulders, and 90% — -
<br />12 1R
<br />7 1/2
<br />7/8
<br />- — — — outside shoulders. — — —
<br />TYP, SECTION THRU LONE
<br />TREE ROAD
<br />140 TYPICAL LOT X -SECTION
<br />DETAILS Of ,CSE PLATE
<br />.o
<br />— — Compact In 24"mco. Dyers
<br />,
<br />— to a minimum
<br />a
<br />ey
<br />O• — relative Compaction O'
<br />o
<br />C3-
<br />of 85 •�.. O
<br />JULY 1991
<br />Compact in 6" layers
<br />--'-s
<br />V.6j-fib._-_-
<br />10" 0. D. 10" to a minimum _. 10" 0.0. 10"
<br />F1
<br />Min. min relative compaction Min M n.
<br />��''• -
<br />0. 0.+20" Min of 90 %.
<br />t
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />, T. ,R COA
<br />a
<br />L°XLTE
<br />NOTES,
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />0./7 'Ac
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />\l : of caEwwrw colEto u
<br />se11Vl[L sox, fdE. MEL XAXE
<br />ViR
<br />2. All existing pavement shall be neotly cut to line prior to trench excavation.
<br />: OF COCC""C COLLO
<br />suLX� le
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />/
<br />4.'k When shown by soil composition and compactlbility, ninety percent (90%)
<br />�sv AXE COE1.6,16 L
<br />1r IoWVW
<br />compaction may be used, when approved by the Director of Public Works.
<br />2
<br />TYPICAL TRENCH BACKFILL
<br />TyP/Cit
<br />�J
<br />No Scale
<br />r/ = e o
<br />12"
<br />Ole. or Sq. .. Standard Frame end
<br />6" Cover Assembly
<br />A. C.
<br />o
<br />••
<br />P. C. ° •• '.:.!'.1. 1; `.' a e� . e
<br />A. 8.
<br />•se III 6" ate• a' ° e
<br />Survey MonumentUOdA \ letarbgd T01(30"
<br />Basement Soil Iran Pin With
<br />Identification Marks
<br />TYPICAL SECTION
<br />J Raised Letts
<br />SECTION A -A
<br />Cast Iron
<br />SURVEY MONUMENT ASSEMBLY
<br />60) TYP. SECTION THRU DALTON ROAD
<br />I
<br />/21/ I 9/.
<br />X 1,21 ¢ /
<br />6'
<br />,5aWGUf
<br />7) TYP. SECTION THRU ELSIE AVENUE
<br />9
<br />X M a*t I I I I I 1 sC7wcu7` -
<br />Vpl/'/CG\ 29: min
<br />Val -/m i I S% m4x BY
<br />Mt
<br />ARROW DETAIL
<br />DIMENSIONS (INCHES)
<br />e°
<br />A
<br />B
<br />C
<br />0
<br />E
<br />F
<br />6
<br />H
<br />J
<br />t
<br />30
<br />r\
<br />5/3
<br />29
<br />511/18
<br />71Y16
<br />411116
<br />1/2
<br />315/16
<br />STANDARD
<br />35
<br />5/8
<br />3' 24
<br />/3'
<br />8
<br />9 L8
<br />5 5/e
<br />1 5/8
<br />4 3/4
<br />SPEICAL
<br />48
<br />3/4
<br />1 1/4
<br />45
<br />10
<br />12 1R
<br />7 1/2
<br />7/8
<br />5 1/4
<br />TYP, SECTION THRU LONE
<br />TREE ROAD
<br />140 TYPICAL LOT X -SECTION
<br />DETAILS Of ,CSE PLATE
<br />E LOM•f[TIOM
<br />..TE;
<br />L.d FOW".iiOx,
<br />ey
<br />1I 1 J
<br />JULY 1991
<br />--'-s
<br />V.6j-fib._-_-
<br />F1
<br />--��/k�.
<br />��''• -
<br />t
<br />, T. ,R COA
<br />a
<br />L°XLTE
<br />anntrs•4
<br />0./7 'Ac
<br />ovti�
<br />\l : of caEwwrw colEto u
<br />se11Vl[L sox, fdE. MEL XAXE
<br />ViR
<br />: OF COCC""C COLLO
<br />suLX� le
<br />/
<br />�sv AXE COE1.6,16 L
<br />1r IoWVW
<br />TyP/Cit
<br />/_ SECT/Q c/
<br />No Scale
<br />r/ = e o
<br />acur To
<br />/r/✓� ve- comarct/oi1
<br />off'
<br />E111LET LNMr
<br />/>o/z/pn /1�d
<br />SAT
<br />ve•0.90'
<br />TYP/Ca1, W
<br />`✓-ECT/OAC/
<br />E/sje Avene.,e
<br />60) TYP. SECTION THRU DALTON ROAD
<br />I
<br />/21/ I 9/.
<br />X 1,21 ¢ /
<br />6'
<br />,5aWGUf
<br />7) TYP. SECTION THRU ELSIE AVENUE
<br />9
<br />X M a*t I I I I I 1 sC7wcu7` -
<br />Vpl/'/CG\ 29: min
<br />Val -/m i I S% m4x BY
<br />Mt
<br />ARROW DETAIL
<br />COLORS
<br />BORDER 5 ARROW - BLACK
<br />BACKGROUND - YELLOW (REFL)
<br />4-� SINGLE ARROW SIGN
<br />W17
<br />,
<br />!i.
<br />36" x 36"
<br />R1
<br />36" x.36"
<br />24" 30 or 36" Ole
<br />�'r Ids
<br />101` (� MAIN 100E
<br />•� 2110,P) •ol. -
<br />TYPICAL STREET $IGN
<br />MAIN
<br />2" ID
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />Street/7?op.
<br />Sign Location
<br />NOTES:
<br />L One street sign is requited
<br />at each Intersection.
<br />2. Block n nbm are to be ooqulred
<br />from the Son Joaquin Canty Deport-
<br />ment of Planning and Building betpeotion. \
<br />3. See Glprovement planet for bcation
<br />of STOP signs, when required.
<br />4 The length of the street sign vorise \
<br />due to the length of the street
<br />name.
<br />EdLBack
<br />f Pt '
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />n STANDARD STREET SIGN
<br />g STOP AHEAD SIGN I CI STOP SIGN I Lj�
<br />�I'dr� fi-ran iron+
<br />lid° 1 'o✓—____—
<br />DIMENSIONS (INCHES)
<br />e°
<br />A
<br />B
<br />C
<br />0
<br />E
<br />F
<br />6
<br />H
<br />J
<br />MINIMUM
<br />30
<br />1/2
<br />5/3
<br />29
<br />511/18
<br />71Y16
<br />411116
<br />1/2
<br />315/16
<br />STANDARD
<br />35
<br />5/8
<br />7/8
<br />34 3/4
<br />8
<br />9 L8
<br />5 5/e
<br />1 5/8
<br />4 3/4
<br />SPEICAL
<br />48
<br />3/4
<br />1 1/4
<br />45
<br />10
<br />12 1R
<br />7 1/2
<br />7/8
<br />5 1/4
<br />COLORS
<br />BORDER 5 ARROW - BLACK
<br />BACKGROUND - YELLOW (REFL)
<br />4-� SINGLE ARROW SIGN
<br />W17
<br />,
<br />!i.
<br />36" x 36"
<br />R1
<br />36" x.36"
<br />24" 30 or 36" Ole
<br />�'r Ids
<br />101` (� MAIN 100E
<br />•� 2110,P) •ol. -
<br />TYPICAL STREET $IGN
<br />MAIN
<br />2" ID
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />Street/7?op.
<br />Sign Location
<br />NOTES:
<br />L One street sign is requited
<br />at each Intersection.
<br />2. Block n nbm are to be ooqulred
<br />from the Son Joaquin Canty Deport-
<br />ment of Planning and Building betpeotion. \
<br />3. See Glprovement planet for bcation
<br />of STOP signs, when required.
<br />4 The length of the street sign vorise \
<br />due to the length of the street
<br />name.
<br />EdLBack
<br />f Pt '
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />n STANDARD STREET SIGN
<br />g STOP AHEAD SIGN I CI STOP SIGN I Lj�
<br />�I'dr� fi-ran iron+
<br />lid° 1 'o✓—____—
<br />e°
<br />o p.
<br />"e. LOO
<br />/t'Fomaqac7`__
<br />*v
<br />0 �5 Rao/
<br />% CO.T 11 ly.
<br />s yf r j' �. cr a. � . SVP/
<br />b lean
<br />/I ff 119DX
<br />m��•
<br />coa �o fid//
<br />'
<br />6!6 J. B•'' Cl. h.
<br />n"/a15r.!' Copt h
<br />/6/
<br />1� 30
<br />77 C0-0
<br />£'
<br />-W
<br />X,LLLL Yi UK
<br />NE SKET L-2 ..
<br />i2 TYP. SECTION - HENRY
<br />ROAD
<br />TYP, SECTION THRU LONE
<br />TREE ROAD
<br />140 TYPICAL LOT X -SECTION
<br />5P 1 Vdl r les r 14.e)
<br />z
<br />fi N' 0.
<br />2y O
<br />1 2
<br />= W
<br />U T- _
<br />Z y
<br />TYPICAL LOT X -SECTION = -
<br />ICACI
<br />!.E ... .. .. .,G.x4 Q
<br />VII., IW
<br />o.
<br />nw2e v .11 .—FLIII" 0 OP,A.L .• Z i
<br />d5 .u[nOx fn PAO SIA , 104 q IE$ I u 5...! u O'
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<br />Yrs PGf %K[S'Ln ul "P-1. W.L I eb •e
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<br />4 - / .6,E WILL [•E O-XEr.IO, w C„ L,. J
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<br />PLIC 4EL OCMs wn ,z, 1•'•' w
<br />.t
<br />ELECT
<br />WRX BUILT -m r"oTO
<br />ELECTRIC <OXTRQLs
<br />L
<br />Tyyiwl Public Str„I Light
<br />on B. #E. Pole
<br />j r TYP. STREET LIGHT (AZ2Y 0112el-S )
<br />7 12
<br />E - 1549
<br />ICI
<br />1Ee
<br />"e. LOO
<br />3,E.. Toa ,(.•o
<br />£'
<br />-W
<br />X,LLLL Yi UK
<br />NE SKET L-2 ..
<br />XO PLC TI -MO
<br />OA2A: C1LL WO
<br />DETAILS Of ,CSE PLATE
<br />E LOM•f[TIOM
<br />..TE;
<br />L.d FOW".iiOx,
<br />M S!M%L pX.
<br />OK, S�XALL C E.
<br />.X" E•�.T
<br />JULY 1991
<br />,L. a u xs"xaEo r
<br />11"'.
<br />t
<br />, T. ,R COA
<br />a
<br />L°XLTE
<br />1186-004.0
<br />\l : of caEwwrw colEto u
<br />se11Vl[L sox, fdE. MEL XAXE
<br />: OF COCC""C COLLO
<br />ca«Ec�
<br />�sv AXE COE1.6,16 L
<br />No Scale
<br />_
<br />acur To
<br />E111LET LNMr
<br />SAT
<br />Tyyiwl Public Str„I Light
<br />on B. #E. Pole
<br />j r TYP. STREET LIGHT (AZ2Y 0112el-S )
<br />7 12
<br />E - 1549
<br />ICI
<br />
|